李林 副教授

• 学院： 公路学院
• 性别： 男
• 出生年月： 1986-06-04
• 职称： 副教授
• 学位： 博士
• 学历： 博士后
• 毕业院校： 同济大学
• 联系电话：
• 电子邮箱： lilin_sanmao@163.com
• 通讯地址： 西安市南二环中段长安大学公路学院
• 邮编： 硕士生导师
• 传真：
• 办公地址： 土工楼
• 教育经历：

主要从事交通交通岩土工程、基础工程、路基工程、地下结构耐久性、岩土工程人工智能方面的研究工作，在国内外权威期刊发表高质量学术论文100余篇，其中以第一作者和通讯作者发表SCI论文43篇，EI论文21篇，ESI高被引论文4篇，热点论文1篇，申获国家计算机软件著作权12项，据WEB of SCIENCE不完全统计，论文总引用次数2128次，H-Index 28。

学术兼职：

中国土木工程学会土力学及岩土工程分会通讯委员

中国土工合成材料工程协会青年工作委员会委员

期刊审稿：

《Applied Mathematical Modelling》、《Engineering Structures》、《Mathematical Problems in Engineering》、《International Journal of Geomechanics》、《Journal of Environmental and Geotechnical Engineering》、《Journal of Engineering Mechanics》、《Marine Georesources and Geotechnology》、《European Journal of Environmental and Civil Engineering》、《Computers and Geomechanics》、《Applied Ocean Research》、《Ocean Engineering》、《Soils and foundations》、《Construction and Building Materials》、《Bulletin of Engineering Geology and the Environment》、《Journal of Rock Mechanics and Geotechnical Engineering》、《Underground Space》、《Geomechanics and Engineering》、《Journal of Cleaner Materials》、《Journal of Traffic and Transportation Engineering》、《Transportation Geotechnics》、《Jounal of Clearner Production》、《岩土工程学报》、《岩土力学》、《哈尔滨工业大学学报》。

桩基础与深基础工程

深开挖与深层地下工程

软土路基加固与处置

地下结构服役韧性评价

智慧交通岩土工程

2025年招收土木水利（岩土工程、隧道工程方向）专硕与岩土工程方向学硕6名。欢迎对以上研究方向感兴趣的同学报考。

邮箱：lilin_sanmao@163.com

土力学

地基与基础工程

基坑工程

主持项目：
软土地基静压桩沉桩效应关键影响因素与承载力时效性机理，国家自然科学青年基金，2022.1-2024.12

降雨增湿和车辆荷载共同作用下黄土路基沉降变形机制与计算方法，中国博士后面上基金， 2021.6-2023.6

交通动载和干湿循环下黄土路基沉降的长期演化机制与智能预测，中国博士后科学基金站中特别资助项目，2023-2025.

软土地层静压桩承载力时效性机理与理论预测方法(KLE-TJGE-B-2101),岩土及地下工程教育部重点实验室课题，2021.10-2023.9

道路长期服役性能高精度智能仿真与塑性安定性设计，秦创原引用高层次创新创业人才项目，2021.12-2024.12

车辆动载作用下道路长期沉降人工智能预测，中央高校基本科研业务费专项资金，2022.9-2024.12

预应力锚索清障调研及环境影响分析，上海股份隧道科技项目，2022.7-2022.12

大厚度软弱黄土地基超长桥梁桩基荷载传递机制，山西省交通科技研发有限公司科技项目，2022.5-2022.10

参与项目：

Advanced modelling and design methodology for pavements using plasticity-based shakedown theory，美国 Transportation Consortium of South-Central States 资助项目(19PLSU09)，2019.6-2021.1

Analysis of driven pile capacity within pre-bored soil， 美国Louisiana Transportation Research Center资助项目(DOTLT1000208)， 2018.6-2019.6

Advanced modelling of piezocone penetration test using cavity expansion theory and interpretation simulator development，美国Louisiana Transportation Research Center资助项目(DOTLT1000135)，2017.12-2018.6

输变电基础工程耐久性极限状态设计理论与安全设置水准研究，国家电网公司基础性前瞻性科技项目（GC7113004），2013.9-2013.11

既有桩基利用条件下新桩基施工工艺研究及应用，上海市浦东新区科技发展基金项目（PKJ2013C08），2013.1-2015.12

软土地层复杂环境条件下基坑施工优化及变形动态监测反馈控制技术研究，上海市浦东新区科技发展基金项目，2015.9-2017.6

邻近斜坡静压沉桩的力学机制与边坡稳定动态可靠度研究，国家自然科学基金项目（41272288），2013.1-2016.12

英文SCI论文

1. Gong, W., Zuo, L., Li, L., Wang, H. (2024). Prediction of stratified ground consolidation via a physics-informed neural network utilizing short-term excess pore water pressure monitoring data. Computer-Aided Civil and Infrastructure Engineering. https://doi.org/10.1111/mice.13326. (TOP)

2. Li, L., Zuo, L., Wei, G. et al. (2024). A stacking machine learning model for predicting pullout capacity of small ground anchors. AI Civ. Eng. 3, 11. https://doi.org/10.1007/s43503-024-00032-8.

3. Pengli Ren, Lin Li, Zhanglong Chen, Weibing Gong. Dynamic response of a rough road system to moving-vibratory elliptically distributed wheel loads: insights from a GMM-based semi-analytical solution[J]. Computers and Geotechnics, 2024, 163: 104817. (TOP)

4. Yingjie Jing, Lin Li, Jingpei Li, Haohua Chen. Performances of a Large-scale Deep Excavation with Multi-support Types and Zoned Excavation Technique in Shanghai Soft Soil[J]. Canadian Geotechnical Journal, 2024, doi. org.10.1139/cgj-2023-0719

5. Lin Li, Shengli Chen, Zhongjie Zhang. A practical analytical approach for estimating long-term and setup shaft resistance of pre-bored piles[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2020, 146(10): 04020100. (TOP)

6. Lin Li, Jingpei Li, De’an Sun. Anisotropically elasto-plastic solution to undrained cylindrical cavity expansion in K0-consolidLin Lia, Zepeng Zhanga, Weiling Zub, Panpan Lic, Weibing Gongbated clay[J]. Computers and Geotechnics, 2016, 73: 83-90. (TOP)

7. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. Analysis of time-dependent bearing capacity of a driven pile in clayey soils by total stress method[J]. International Journal of Geomechanics, 2016, 17(7): 04016156. 

8. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. Unified solution to drained expansion of a spherical cavity in clay and sand[J]. International Journal of Geomechanics, 2017, 17(8): 04017028. 

9. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. Time-dependent bearing capacity of a jacked pile: an analytical approach based on effective stress method[J]. Ocean Engineering, 2017, 143(1): 177-185. (TOP)

10. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. An semi-analytical approach for time-dependent load-settlement response of a jacked pile in clay strata[J]. Canadian Geotechnical Journal, 2017, 54(12):1682-1692 

11. Lin Li, Shengli Chen, Zhongjie Zhang. A numerical study on installation effects and long-term shaft resistance of pre-bored piles in clay[J]. Journal of the Transportation Research Board. 2019, 2673(3): 494-505. 

12. Lin Li, Jingpei Li, Changyi Yang. Theoretical approach for prediction of service life of RC pipe piles with original incomplete cracks in chlorinated soils[J]. Construction and Building Materials, 2019, 228: 116717 (TOP)

13. Lin Li, Weibing Gong. Prediction of nonlinear vertical displacement of a pile group consisting of new and existing displacement piles in clay strata[J]. Soils and Foundations, 2019, 59: 1336-1348 

14. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. A feasible approach for predicting time-dependent bearing performance of displacement piles from CPTu measurements[J]. Acta Geotechnica 2020, 15: 1935-1952. 

15. Lin Li, Weibing Gong, Jingpei Li. Prediction on service life of concrete pipeline buried in chlorinated environment under nonuniformly distributed earth pressure[J]. Construction and Building Materials, 2020, 243: 118162 (TOP)

16. Lin Li, Jingpei Li, You Wang, Weibing Gong. Nonlinear load-settlement analysis for displacement pile groups in clay considering pile installation effects[J]. Soils and Foundations, 2020, doi.org/10.1016/j.sandf.2020.04.008 

17. Lin Li, Jingpei Li, Weibing Gong. Effects of clay creep on long-term load carrying behaviours of bored piles: aiming at reusing existing bored piles[J]. International Journal of Geomechnics, 2020, 20(8): 04020132. 

18. Lin Li, Weibing Gong, Jingpei Li. Service life of prestressed high-strength concrete pile in marine environment considering effects of concrete layering and temperature[J]. Construction and Building Materials, 2020, 253: 119233. (TOP)

19. Haohua Chen, Lin. Li*, Jingpei Li. Stress transform method to undrained and drained expansion of a cylindrical cavity in K0-consolidated anisotropic soils[J]. Computers and Geotechnics, 2019, 106: 128-142. (TOP)

20. Jingpei Li, Lin Li*, De’an Sun, et al. Analysis of undrained cylindrical cavity expansion considering three-dimensional strength of soils[J]. International Journal of Geomechanics, 2016, 16(5): 04016017. 

21. Haohua Chen, Lin. Li*, Jingpei Li, De’an Sun. An elastoplastic solution to drained expansion of a cylindrical cavity in anisotropic critical state soils[J]. Journal of Engineering Mechanics, 2020, 146(5): 04020036. 

22. You Wang, Lin Li*, Weibing Gong. An analytical solution for settlement of jacked piles considering pile installation effects[J]. European Journal of Environmental and Civil Engineering. 2019 DOI: 10.1080/19648189.2019.1653380 

23. Junran Zhang, Lin Li*, De’an Sun. Similarity solution for undrained cylindrical cavity contraction in K0-consolidated anisotropic soil[J]. Computers and Geotechnics, 2020, 120: 103405. 

24. You Wang, Lin Li*, Jingpei Li, De’an Sun. Jet-grouting in ground improvement and rotary grouting pile installation: theoretical analysis[J]. Geomechanics and Engineering. 2020, 21(3): 279-288 

25. Haohua Chen, Lin Li*, De’an Sun. Elastoplastic solutions for undrained and drained expansions of a cylindrical cavity in unsaturated soils [J]. Computers and Geotechnics[J]. 2020, 123: 103569 (TOP)

26. Li Zheng, Lin Li*, Jingpei Li. Three-dimensional limit analysis and genetic algorithm for stability of layered slope[J]. Natural Hazards, 2020, 103: 3181-3212 

27. Haohua Chen, Lin. Li*, Jingpei Li, De’an Sun. An elastoplastic solution for spherical cavity undrained expansion in overconsolidated soils [J]. Computers and Geotechnics, 2020, 126: 103759. (TOP)

28. Changyi Yang, Lin Li*, Jingpei Li. Service life of reinforced concrete seawalls suffering from chloride attack: Theoretical modelling and analysis[J]. Construction and Building Materials, 2020, 263: 120172. (TOP)

29. Weibing Gong, Lin Li*, Sheng Zhang, Jingpei Li. Long-term setup of a displacement pile in clay: an analytical framework[J]. Ocean Engineering, 2020, 218(15): 108143. (TOP)

30. Li Zheng, Lin Li*, Jingpei Li, De’an Sun. Passive earth pressure for retaining structure considering unsaturation and change of effective unit weight of backfill[J]. Geomechanics and Engineering, 2020, 23(3): 207-215. 

31. Li, L., Chen, H.H., Li, J.P. Sun, D.A. 2021. An elastoplastic solution to undrained expansion of a cylindrical cavity in SANICLAY under plane stress condition[J]. Computers and Geotechnics, 132, 103990, （TOP）

32. Li, L., Yang, C.Y., Li, J.P. Corrosion initiation life of laterally loaded PHC pipe piles served in marine environment: theoretical prediction and analysis[J]. Construction and Building Materials, 2021. (TOP).

33. Wang Y., Li, L., Li, J.P. A similarity solution for undrained expansion of a cylindrical cavity in K0-consolidated anisotropic soils[J]. Geomechanics and Engineering, 2021, 25(4), 303-315. 

34. Chen, H.H., Li, L*., Li, J.P. Sun, D.A. A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils[J]. Acta Geotechnica, 2021. 

35. Li, L., Chen, H.H., Li, J.P. Sun, D.A. An elastoplastic solution for cylindrical cavity expansion under constant water content conditions in anisotropic unsaturated soils[J]. Computers and Geotechnics, 2021, 139(3): 104323. (TOP)

36. Li, L., Chen, H.H., Li, J.P. Sun, D.A. A semi-analytical solution to steady-state groundwater inflow into a circular tunnel considering anisotropic permeability [J]. Tunnelling and Underground Space Technology, 2021, 116(18): 104115. (TOP)

37. Chen, H.H., Li, L*, Li, J.P. Sun, D.A. A generic analytical elastic solution for excavation responses of an arbitrarily-shaped deep opening under biaxial in-situ stresses[J]. International Journal of Geomechanics, 2022, doi.10.1061/(ASCE)GM.1943-5622.0002335.

38. Wanghui, Li L*, Li Jingpei, Sun de’an. A simple stress correction method for explicit integration algorithm of elastoplastic constitutive models and its application to advanced anisotropic S-CLAY1 model[J]. Computers and Geotechnics, 2022, 148: 104817. (TOP)

39. Wanghui, Li L*, Li Jingpei, Sun de’an. A numerical investigation on undrained expansion of a cylindrical cavity under biaxial in-situ stresses using anisotropic S-CLAY1 model [J].International Journal for Numerical and Analytical Methods in Geomechanics，2022，9：22-34. 

40. Wanghui, Li L*, Li Jingpei, Sun de’an. Drained expansion responses of a cylindrical cavity under biaxial in-situ stresses: numerical investigation with implementation of anisotropic S-CLAY1 model[J]. Canadian Geotechnical Journal, 2023, 54(12):1682-1692

41. Lin Li, Ning Lai, Xuefeng Zhao, Tantan Zhu, Zhongming Su. generalized elastoplastic load-transfer model for axially loaded piles in clay: incorporation of modulus degradation and skin friction softening[J]. Computers and Geotechnics, 2023, 156: 104817. (TOP)

42. Lai N, Li L, Yang CY, Li JP. Service life of RC seawall under chloride invasion: A theoretical model incorporating convection-diffusion effect[J]. Ocean Engineering, 2023, 279: 114590. (TOP)

43. Lin Li, Zepeng Zhang, Weiling Zu, Panpan Li, Weibing Gong. Multiphysics simulation of frost heave in unsaturated road systems undercovering effect[J]. Transportation Geotechnics, 2025, 215: 101526.

中文EI论文

1. 李林，左林龙，胡涛涛，宋博恺. 基于CPTu孔压测试数据的原位固结系数PINNs反演方法，2024. 47(10): 2327-2334.

2. 李林，孙砖芹. 考虑基质吸力影响的非饱和路堤三维稳定性上限分析[J]. 岩土力学，2024，45(4): 1014-1024.

3. 李林，孙砖芹，张浩，朱云波. 非均质软土加筋路基三维稳定性极限上限分析[J]. 哈尔滨工业大学学报，2025，1:27.

4. 李林，李镜培，孙德安，张凌翔. 考虑时效性的静压桩荷载-沉降关系预测方法[J]. 岩土工程学报，2017，39(12): 2327-2334. (EI)
5. 李林，李镜培，孙德安，岳著文. 考虑天然黏土应力各向异性的静压沉桩效应研究[J].岩石力学与工程学报，2016, 35(5): 1055-1064. (EI)
6. 李林，李镜培，岳著文，唐剑华.饱和粘土中钻孔灌注桩孔壁稳定性力学机理研究[J]. 岩土力学，2016, 37(9): 2496-2504. (EI)
7. 李林，李镜培，孙德安，方睿. 天然饱和黏土地基静压桩承载力时效性研究[J]. 岩土力学，2017, 38(9): 1001-1008 (EI)
8. 李林, 李镜培, 赵高文, 崔纪飞. 基于有效应力法的静压桩时变承载力研究[J]. 岩土力学，2018,39(12):4547-4553+4560 (EI)
9. 李林，丁士君，李镜培，李鹤. 不同环境条件下混凝土构件氯离子侵蚀试验[J]. 哈尔滨工业大学学报，2016, 48(12): 28-33. (EI)
10. 李林，李镜培，龚卫兵，张凌翔. K0固结天然饱和黏土中柱孔扩张弹塑性解[J]. 哈尔滨工业大学学报，2017, 49(6): 90-95. (EI)
11. 李林，李镜培，孙德安，李险峰. 剪胀性砂土中球孔扩张弹塑性解[J]. 岩土工程学报，2017, 39(8): 1453-1460. (EI)
12. 李林，李镜培，孙德安. 考虑沉桩效应的群桩非线性荷载-沉降解析[J]. 岩土力学, 2019, 40(2): 668-677 (EI)
13. 李镜培, 李林*, 孙德安, 唐剑华. 饱和软土地层静压沉桩阻力理论研究[J]. 岩土工程学报, 2015, 37(8): 1454-1461. (EI)
14. 李镜培, 李林*, 孙德安, 方睿. 基于总应力法的静压桩极限承载力时效性研究[J]. 岩土工程学报, 2016, 38(12): 2154-2163. (EI)
15. 李镜培, 李林*, 孙德安,等. 基于CPTU测试的K0固结黏土中静压桩时变承载力研究[J]. 岩土工程学报, 2017(2): 193-200. (EI)
16. 李镜培，李林*，陈浩华，等. 腐蚀环境中混凝土桩基耐久性若干科学问题[J]. 哈尔滨工业大学学报，2017, 49(12): 1-15. (EI)
17. 李镜培, 张凌翔, 肖建庄, 李林*. 黏土地基中新旧混合群桩承载和变形的非线性分析方法[J]. 建筑结构学报, 2019, 40(12): 113-118.

其它论文
1. Changyi Yang, Jingpei Li, Lin, Li, De’an Sun, 2020. Expansion responses of a cylindrical cavity in overconsolidated unsaturated soils: A semi-analytical elastoplastic solution. Comput. Geotech. doi.org/10.1016/j.compgeo.2020.103922. 
2. Feng Xie; Jing pei Li; Lin Li. Numerical solution and damage evaluation for cast-in-situ piles exposed to external sulfate attack[J]. Construction and Building Materials. 2019, 214:269-279. 
3. Wang Long, Sun De’an, Li Lin. 3D stability of partially saturated soil slopes after rapid drawdown by a new layer-wise summation method[J]. Landslides, 2018, 16(2): 295-313. 
4. Hui Wang, Jingpei Li, Lin Li, Haohua Chen. Service life of underground concrete pipeline with original incomplete crack in chlorinated soils: theoretical prediction[J]. Construction and Building Materials, 2018, 188: 1166-1178. 
5. Weibing Gong, Jingpei Li, Lin Li, Sheng Zhang. Evolution of mechanical properties of soils subsequent to a pile jacked in natural saturated clays[J]. Ocean Engineering. 2017, 136: 209-217. 
6. Jingpei Li, Weibing Gong, Lin Li, Fang Liu. Drained elasto-plastic solution for cylindrical cavity expansion in K0-consolidated anisotropic soil[J]. Journal of Engineering Mechanics, 2017, 10.1061/(ASCE)EM.1943-7889.0001357. 
7. Ping-Ping Rao, Qingsheng Chen, Lin Li, Sanjay Nimbalkar. Elastoplastic solution for spherical cavity expansion in modified Cam-clay soil under drained condition[J]. International Journal of Geomechanics, 2017, 10.1061/(ASCE)GM.1943-5622.0000925. 
8. Ping-Ping Rao, Qingsheng Chen, Lin Li. Limit analysis approach for accessing stability of three-dimensional (3-D) slopes reinforced with piles[J]. Marine Georesources and Geotechnology, 2017, doi.org/10.1080/1064119X.2016.1273982. 
9. Jingpei Li, Weibing Gong, Lin Li, Fang Liu. Stability analysis of natural soil slopes subject to seismic loads and reinforced by piles[J]. Science China Technological Sciences, 2017. (Published online, DOI: 10.1007/s11431-017-9147-8). 
10. Jingpei Li, Haohua Chen, Lin Li. Performance of a zoned excavation by bottom-up technique in shanghai soft soils: a case study[J]. Journal of Geotechnical and Geoenvironmental Engineering. 2018, 144(11): 05018003. 
11. Sun De’an, Wang Long, and Li Lin. Three-dimensional stability of compound slope using limit analysis method[J]. Canadian Geotechnical Journal, 2019, 56(1): 116-125. 
12. Wang Long, Sun De’an, and Li Lin. 3D stability of unsaturated soil slopes with cracks under steady infiltrations [J]. International Journal of Numerical and Analytical Methods. 2019, 19(6): 04019044. 
13. You Wang, Jingpei Li, Lin, Li. Settlement of jacked piles in clay: Theoretical analysis considering soil aging[J]. Computers and Geotechnics, 122, 103504. 
14. Wang Long, Hu Wei, Sun De’an, and Li Lin. Stability of Unsaturated Soil Slopes with Cracks under Steady Infiltration[J]. International Journal of Geomechanics. 2019, 43: 1184-1206. 
15. Zhuwen Yue, Jingpei Li, Wei Shao, Lin Li. Effect of crack opening and recovery on chloride penetration into reinforced concrete hollow piles[J]. Materials and Structures. 2015, 49(8): 3217-3226. 
16. Jingpei Li, Xiaobing Cao, Lin Li. Supporting Earth Pressures for Foundation Excavation Considering Suction Stress of Soil[J]. Journal of Shanghai Jiaotong University. 2020, 25, 486–494. (EI)
17. 李镜培，方睿，李林. 考虑土体三维强度特性的静压桩周超孔压解析及演变[J]. 岩石力学与工程学报，2016， 35(4): 847-855. (EI)
18. 李镜培，唐剑华，李林，钟光玉. 饱和黏土中柱孔三维弹塑性扩张机制研究[J]. 岩石力学与工程学报，2016，35(2): 378-386. (EI)
19. 李镜培，张凌翔，李林，刘振兴. 天然饱和黏土中新、旧桩荷载–沉降关系研究[J]. 岩石力学与工程学报，2016，35(9): 1906-1913. (EI)
20. 李镜培，方睿，李林，唐剑华. 基于变固结系数的静压桩周土体力学特性研究[J]. 岩土力学，2016，37(3)：679-710. (EI)
21. 李镜培，张凌翔，李林. 饱和黏土中静压桩桩周土体强度时效性研究[J]. 哈尔滨工业大学学报, 2016, 48(12): 89-94. (EI)
22. 李镜培, 陈浩华, 李林. 楔形桩极限承载力提高机理研究[J]. 哈尔滨工业大学学报, 2017, 49(12): 110-116. (EI)
23. 岳著文，李镜培，李林，邵伟. 海工环境下预应力高强混凝土管桩使用寿命计算[J]. 上海交通大学学报. 2016, 50(3): 370-376. (EI)
24. 李镜培，李险峰，李林，龚卫兵. 硫酸盐侵蚀损伤劣化桩基竖向承载特性研究[J]. 上海交通大学学报, 2016, 50(11): 1761-1766. (EI)
25. 饶平平， 赵琳学，李林；坡面沉桩边坡动态稳定性三维极限上限分析[J]. 岩石力学与工程学报, 2017, 36(3): 697-704. (EI)
26. 李镜培, 赵高文, 李林, 等. 硫酸盐渍土中灌注桩竖向承载力演变规律[J]. 哈尔滨工业大学学报, 2017, 49(06): 84-89. (EI)
27. 陈浩华，李镜培，李林. 楔形单桩与群桩非线性荷载-沉降计算方法研究[J]. 哈尔滨工业大学学报, 2017, 49(12): 102-109. (EI)
28. 陈浩华，李镜培，李林. 软土基坑变形的深度效应与空间效应实测研究[J]. 中国公路学报，2018, 31(02): 208-217. (EI)
29. 操小兵，李镜培，李林，龚卫兵. 静压桩与CPTU贯入离心模型试验与机理研究[J]. 岩土力学, 2018, 39(12): 4305-4312. (EI)
30. 赵高文，李镜培，李林. 崔纪飞. 腐蚀方式对灌注桩劣化及硫酸盐扩散规律影响[J]. 上海交通大学学报, 2018(11): 1483-1491 (EI)
31. 李镜培，崔纪飞，李林. 静压沉桩对邻近地下连续墙变形影响研究[J]. 上海交通大学学报, 2018. 2018(12):1580-1586. (EI)
32. 李镜培, 龚卫兵, 李林, 操小兵. 考虑土体非均质性的三维土坡稳定性上限分析[J]. 同济大学学报, 2018, 46(10): 1360-1365. (EI)
33. 李镜培, 冯策, 李林. 考虑软黏土流变效应的静压桩长期承载力计算方法[J]. 哈尔滨工业大学学报, 2020. (EI)
34. 李镜培, 李亮, 李林, 等. 裂缝非贯通条件下混凝土结构中氯离子扩散解析[J]. 同济大学学报, 2018, 47(09): 1260-1267 (EI)

• 发明专利

Ø  一种道路差异沉降自动检测装置, 发明专利.


Ø  一种隧道施工用拱形支撑结构, 发明专利.

Ø  一种预防软土地区桥台台背不均匀沉降的土工结构和施工方法，发明专利.

Ø  一种基于光纤技术的路面不均匀沉降自动监测系统及监测方法，发明专利.




• 软件著作

1. 李林，左林龙. 基于集成学习的锚钉抗拔承载力分析预测软件V1.0

2. 李林，冯子祥. 盾构隧道锚索清障施工风险计算分析软件V1.0.

3. 李林，张等红. 竖向受荷单桩弹塑性变形计算分析软件V1.0.

4. 李林，孙砖芹. 基于遗传算法的软土路基三维稳定性计算分析软件V1.0.

5. 李林，钟宿鸣，张等红，朱谭谭，考虑桩侧土体应变软化的超长桩基荷载-沉降特性计算分析软件V1.0.

6. 张凌翔，李镜培，李林.新、旧单桩承载特性分析软件V1.0 

7. 李险峰，李镜培，李林. 硫酸盐侵蚀损伤劣化桩基竖向承载特性研究分析软件V1.0.

8. 李险峰，李镜培，李林. 稳态流条件下基坑支护土压力演变规律研究分析软件V1.0.

9. 梁发云，郑瀚波，李林. 考虑小应变刚度的软土边界面模型计算软件V1.0.

10.梁发云，江铸炜，李林. 考虑软土固结效应的地面堆载作用下盾构隧道纵向响应计算软件V1.0.

2017-2019，Louisiana State University, Postdoc

2020-至今，长安大学